Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 61
... distribution 0.6 0.4 0.2 0.5 1.0 1.5 2.0 Hi / H Fig . 1 Statistical distribution of wave height in currents -2 -1 0 Fi / F 2 3 Fig . 3 ( b ) Statistical distribution of lift force on front pile ( D = 60mm ) ( Κοιλι f ( FI / F ) F0.981 ...
... distribution 0.6 0.4 0.2 0.5 1.0 1.5 2.0 Hi / H Fig . 1 Statistical distribution of wave height in currents -2 -1 0 Fi / F 2 3 Fig . 3 ( b ) Statistical distribution of lift force on front pile ( D = 60mm ) ( Κοιλι f ( FI / F ) F0.981 ...
Page 188
... distribution of wave heights , which is unknown in general , is governed by following 3 - parameter Weibull distribution . Equation ( 1 ) shows stochastic characteristics of sea area No. 30 ( 30N - 40N , 145E 170W ) which is defined in ...
... distribution of wave heights , which is unknown in general , is governed by following 3 - parameter Weibull distribution . Equation ( 1 ) shows stochastic characteristics of sea area No. 30 ( 30N - 40N , 145E 170W ) which is defined in ...
Page 212
... distribution for different ship routes was carried out by Bitner - Gregersen et al . ( 1992 ) . The long - term distribution for the wave - induced bending stress was evaluated numerically . Some results of the study are presented ...
... distribution for different ship routes was carried out by Bitner - Gregersen et al . ( 1992 ) . The long - term distribution for the wave - induced bending stress was evaluated numerically . Some results of the study are presented ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic cylinder diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic hydrodynamic force incident wave integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures OMAE oscillating parameters peak pile platform pontoons predicted propagation random wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind